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HomeMy WebLinkAboutSD-427-9T Off ® IN CATCH BASIN FRAME & GATE E.L.LEBARON L.K.123 OR L.F.248-1 OR APPROVED EQUAL ADJUST TO GRADE WITH BRICK SET IN FULL BED 0.12 SQ. IN. MIN. OF MORTAR REINFORCEMENT PER. VERT. FOOT °Q 24" SET OUTLET z- d o SQUARE PIPE FLUSH U-1 `i 0. OPENING WITH INSIDE a 0 w WALL OF CATCH BASIN T 48" DIAMETER Q wo Q z N t=- — Ix w 51' cn to V) o I MORTAR wo F>a ALL ° 0 p cn JOINTS iv ro 5„ V a 4" DIA. WEEPHOLES PRECAST IN BASE SECTION (SEE SPECS.) PRECAST CONCRETE CATCH BASIN (NOT TO SCALE) FINISHED GRADE INVERT CHANNELS FOR SEWERS 18 INCH DIAMETER OR LARGER MAY BE PRECAST REINFORCED CONNpSTRUCTEEDN ENTIRELY OF CONCRETE MH RISER 30 8R GkI BASF /-PRECAST REINFORCED CONCRETE MH BASE 6" BRICK MASONRY OR 6 X 6 -W7.4 X W7.4 3000 PSI CONCRETE WELDED WIRE FABRIC OR EQUIVALENT SECTION Ir 5" MIN. WALL PIPE AND PLUG FOR FUTURE USE (IF REQUIRED) PLAN - PROPERTY LINE LINTERRUPED EMENT TO BE SAME AS FOR MANHOLE T PIPE OPENINGS, WELD STEEL HOOP TO T REINFORCEMENT (EXCEPT FOR CORED HOLE BUFFALO STYLE, SLIDE TYPE 1" WASH SERVICE BOX MIN.-\\ WATERTIGHT RESILIENT — CONNECTOR (TYP,) �S+�rYffIRRY , TYPE K COPPER TUBING I° v MIN. DIA, = I" I BALL VALVE TYPE CORPORATION 300 PSI WORKING PRESSURE 45� TO HOUSE~ R BUILDING SADDLE REQUIRE > 1" OPEN RIGHT BA.L VALVE CURB STOP 300 PSI WORKING PRESSURE WATER MAIN 1, A 10' HORIZONTAL SEPARATION MUST BE MAINTAINED FROM THE SEWER SERVICE UNLESS OTHERWISE AUTHORIZED BY THE ENGINEERING DIVISION, 2, FOR SERVICE RENEWALS, TUBING SHALL BE REPLACED TO THE ;PROPERTY LINE UNLESS OTHERWISE AUTHORIZED BY THE ENGINEERING DIVISION. I 3. WHERE AN EXISTING SERVICE IS BEING REPLACED TO THE MAINZ; THE OLD SERVICE SHALL BE CAPPED AT THE MAIN. 4, THE WATER AND SEWER DIVISION MUST BE N011FIED IF LEAD Sj= RVICES ARE ENCOUNTERED, 5: SERVICE TAPS SHALL BE PERFORMED BY THE WATER AND SEA--R DIVISION. 6. SERVICE TAPS GREATER THAN 1" WILL REQUIRE A SADDLE ANC ARE SUBJECT TO THE APPROVAL OF THE ENGINEERING DIVISION. WATER SERVICE CONNECTION 2* OR SMALLER (NOT TO SCALE) COMPACTED SCREENED GRAVEL 0,8 01A. UNDISTURBED 5 MIN, MATERIAL " MIN. 6" MIN. SECTION 4' -00 PRECAST REINFORCED CONCRETE MANHOLE BASE FOR PVC SEWERS AND DRAINS (NOT TO SCALE) BRICK OR BLOCK PIPE_ MASONRY MH WALL 1 f! I o I 1 i I MAX. OPENING OA. + 4" IF CUT IN FIELD NON- SHRINK MORTAR PLAN K — BRICK OR BLOCK MASONRY MH WALL i-- RUBBER RING WATER STOP ROUGHEN PIPE SURFACE — MORTAR f FOR PIRES BRICK E 1 MASONRY � � 1 ® , 1l i ` _ , (NOT TO SCALE) I FRAME & GRATE TOP OF GRADE MANHOLE FRAME AND COVER GRADE ADJUSTERS ' E.L.LEBARON L.T.105 OR EQUAL 24" - ! 4'0 PVC PIPE MIN 1 COVER TO BE LETTERED DRAIN 6. 15" HIGH w14 CAP j HANDLE FOR ,— PROWDE WLE73 WERE REMOVABLE VARIES !I INDICATED ON PLAN ' ADJUST TO GRADE INLET TEE STORMCEPTOR A 4 "0 PVC PIPE z - WITH BRICK SET IN INSERT �CLEANDUT1WNT PIPE � ' ao FULL MORTAR BED '0 OUZET C- ORIFICE PLATE tt 18, RISER PIPE (L } AND HOOD U0N 6.1" �.J \p min. z w`i 8., 24 "DIA. $ 12 "Or INLET DOWN 6D" m1n. U m PIPE (REMOVABLE) • ',48 "0 SEE M07F 2 MIN, 0.12 SQ.IN. 4'0 OUTLET 8" f STEEL REINF. RISER PIP£ OWN 2 "0 1NLET D PER.VERT.FOOT 8 PIPE (725'x14' ELLIPSE) z ALUMINUM y o MANHOLE NOTE: In i STEPS INVERT TO BE BRICK i - t w - n 1. USE FLEXIBLE CONNECTIONS AT THE OUTLET. INVERTED ARCH w BRICK TO BE LAID 2 THE COVER SHOULD BE POS177ONED OVER THE 4 "0 CLEANOUT /VENT PIPE © 5" 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE © ON EDGE AS FOLLOWING U.S PATENTS Q 48" DIAMETER STRETCHERS #4985148, #5498331, #5725760, #5753115, #5849181. O " 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) 5. UNIT MANUFACTURED BY CSR, 712 BROADWAY, SUITE 612, KANSAS CITY, MO MORTAR ALL 64105. JOINTS o ,r DIA. STORMCEPTOR STC 45CI m w N VARIES (NOT TO SCALE) 30 MAX TABLE TO BE c e BRICK HEADERS LAID FLAT < CEMENT CONC. I I OR BRICK IN MORTAR UNPAVED SURFACE PAVED SURFACE PAVEMENT SET PIPE TOP COURSE FLUSH WITH INSIDE WALL MH FRAME AND COVER PAVEMENT PRECAST CONCRETE DRAIN MANHOLE AS SPECIFIED j BINDER COURSE (NOT TO SCALE) .:1. fir% f MORTAR I 11" MAX. LENGTH AS DIRECTED OR SPEClFIEd ADJUST TO REQUIRED GRADE NTH r, A MINIMUM OF TWO COURSES flF BRICK MASONRY OR REINFORCED PLUG CONCRETE GRADING RINGS 8" 2' -O., 8» o PRECAST REINFORCED y DIA_ CONCRETE MH CONE 4 a L'. BUTYL RUBBER BEND (ROTATE AS REQUIRED) SEALANT (TYP.) { Y- BRANCH , n i PLAN SELECTED 1' -0" MATERIAL 4° THOROUGHLY PRECAST REINFORCED; COMPACTED PR , 12" CONCRETE MH BARREL c' to s 6" MIN. L_ z EE' ---------------------- ° w COMPACTED z SCREENED 6" MIN. GRAVEL 4' -4 DIA. z .r j UNDISTURBED'o MIN_ MATERIAL 5" � rp SECTION o MH STEPS GROUND SURFACE PAYMENT LIMITS 4. FOR BUILDING CONNECTIONS ,.. 6" PROVIDE 2" X 2" OAK MARKER SEWER MANHOLE &SM WITH ECCENTRIC CONE TOP BUILDING CONNECTION PROVIDE SCREENED GRAVEL DEPTH AS (NOT TO SCALE) I MIIJ_ SLOPE 1/4" PER FOOT TO 1 FT. ABOVE PIPE END DIRECTED UNLESS OTHERWISE DIRECTED AND 2 FT. BEYOND 9 o DEFINITIVE SUBDIVISION .; SCREENED 2'- SCREENED Details UNDISTURBED j MATERIAL GRAS L 31, 33 & 35 CAR YAVENUE SECTION LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) BUI W.Q CONNECTION FOR D1 OR PVC PIPE PREPARED FOR (NOT TO SCALE) SHELDON CORPORATION � SCALE.- 1 "= 20' DATE. FEBRUARY 14, 2005 � L MERIDIAN I' w�nc BEAUDRY ASSOCIATES, INC. am Nm REVISIONS t 89 98 HIGH STREET 69 MILK STREET, SUITE 302 - f- � DANVERS, MASSACHUSETTS 01923 'WESTBOROUGH, MASSACHUSETTS 01581 2 5105105 PER CON -COM/ P.B. COMMENTS JPG MJD Al TELEPHONE: (978) 739 -9130 TELEPHONE: (508) 821 -7030 t> 1 3125105 ISSUED FOR NOTICE OF INTENT JPG MJD DWG No. 8113- PERO8 -DET. dw NO. DATE DESCRIPTION BY CHK'D ` 5 SHEET 1110. 9 OF 9 PROTECT NO, 8113 j If t f . �)i FINISHED GRADE OUND OVER BENCH OUND OVER TRENCH EXISTIN BANK RUN GRAVEL t GROUND IF REQUIRED iv r-BACKFILL TO BE V) PLACED AND COMPACTED IN ACCORDANCE WITH LUMBER SHEETING j THE SPECIFICATIONS IF REQUIRED AND COMPACTED SELECTED INSTALLED IN BACKFILL MATERIAL ACCORDANCE WITH SPECIFICATIONS RUSHED STONE 1' -0" M #N. b ( BACKFILLED TO I SPRING LINE 1n ; UNSUITABLE MATERIAL BELOW NORMAL TRENCH -� GRADE TO BE REMOVED 'o AND BACKFILLED WITH BANK RUN GRAVEL HARD in SHEETING TO BE DRIVEN BOTTOM 2' -0" MINIMUM BELOW BOTTOM OF UNSUITABLE MATERIAL n. u> TYPICAL TRENCH SECTION TYPICAL TRENCH SECTION STAE'LE GROUND UNSU/T &E MATERIAL (NOT TO SCALE) (NOT TO SCALE) COMPACTED SCREENED GRAVEL 0,8 01A. UNDISTURBED 5 MIN, MATERIAL " MIN. 6" MIN. SECTION 4' -00 PRECAST REINFORCED CONCRETE MANHOLE BASE FOR PVC SEWERS AND DRAINS (NOT TO SCALE) BRICK OR BLOCK PIPE_ MASONRY MH WALL 1 f! I o I 1 i I MAX. OPENING OA. + 4" IF CUT IN FIELD NON- SHRINK MORTAR PLAN K — BRICK OR BLOCK MASONRY MH WALL i-- RUBBER RING WATER STOP ROUGHEN PIPE SURFACE — MORTAR f FOR PIRES BRICK E 1 MASONRY � � 1 ® , 1l i ` _ , (NOT TO SCALE) I FRAME & GRATE TOP OF GRADE MANHOLE FRAME AND COVER GRADE ADJUSTERS ' E.L.LEBARON L.T.105 OR EQUAL 24" - ! 4'0 PVC PIPE MIN 1 COVER TO BE LETTERED DRAIN 6. 15" HIGH w14 CAP j HANDLE FOR ,— PROWDE WLE73 WERE REMOVABLE VARIES !I INDICATED ON PLAN ' ADJUST TO GRADE INLET TEE STORMCEPTOR A 4 "0 PVC PIPE z - WITH BRICK SET IN INSERT �CLEANDUT1WNT PIPE � ' ao FULL MORTAR BED '0 OUZET C- ORIFICE PLATE tt 18, RISER PIPE (L } AND HOOD U0N 6.1" �.J \p min. z w`i 8., 24 "DIA. $ 12 "Or INLET DOWN 6D" m1n. U m PIPE (REMOVABLE) • ',48 "0 SEE M07F 2 MIN, 0.12 SQ.IN. 4'0 OUTLET 8" f STEEL REINF. RISER PIP£ OWN 2 "0 1NLET D PER.VERT.FOOT 8 PIPE (725'x14' ELLIPSE) z ALUMINUM y o MANHOLE NOTE: In i STEPS INVERT TO BE BRICK i - t w - n 1. USE FLEXIBLE CONNECTIONS AT THE OUTLET. INVERTED ARCH w BRICK TO BE LAID 2 THE COVER SHOULD BE POS177ONED OVER THE 4 "0 CLEANOUT /VENT PIPE © 5" 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE © ON EDGE AS FOLLOWING U.S PATENTS Q 48" DIAMETER STRETCHERS #4985148, #5498331, #5725760, #5753115, #5849181. O " 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) 5. UNIT MANUFACTURED BY CSR, 712 BROADWAY, SUITE 612, KANSAS CITY, MO MORTAR ALL 64105. JOINTS o ,r DIA. STORMCEPTOR STC 45CI m w N VARIES (NOT TO SCALE) 30 MAX TABLE TO BE c e BRICK HEADERS LAID FLAT < CEMENT CONC. I I OR BRICK IN MORTAR UNPAVED SURFACE PAVED SURFACE PAVEMENT SET PIPE TOP COURSE FLUSH WITH INSIDE WALL MH FRAME AND COVER PAVEMENT PRECAST CONCRETE DRAIN MANHOLE AS SPECIFIED j BINDER COURSE (NOT TO SCALE) .:1. fir% f MORTAR I 11" MAX. LENGTH AS DIRECTED OR SPEClFIEd ADJUST TO REQUIRED GRADE NTH r, A MINIMUM OF TWO COURSES flF BRICK MASONRY OR REINFORCED PLUG CONCRETE GRADING RINGS 8" 2' -O., 8» o PRECAST REINFORCED y DIA_ CONCRETE MH CONE 4 a L'. BUTYL RUBBER BEND (ROTATE AS REQUIRED) SEALANT (TYP.) { Y- BRANCH , n i PLAN SELECTED 1' -0" MATERIAL 4° THOROUGHLY PRECAST REINFORCED; COMPACTED PR , 12" CONCRETE MH BARREL c' to s 6" MIN. L_ z EE' ---------------------- ° w COMPACTED z SCREENED 6" MIN. GRAVEL 4' -4 DIA. z .r j UNDISTURBED'o MIN_ MATERIAL 5" � rp SECTION o MH STEPS GROUND SURFACE PAYMENT LIMITS 4. FOR BUILDING CONNECTIONS ,.. 6" PROVIDE 2" X 2" OAK MARKER SEWER MANHOLE &SM WITH ECCENTRIC CONE TOP BUILDING CONNECTION PROVIDE SCREENED GRAVEL DEPTH AS (NOT TO SCALE) I MIIJ_ SLOPE 1/4" PER FOOT TO 1 FT. ABOVE PIPE END DIRECTED UNLESS OTHERWISE DIRECTED AND 2 FT. BEYOND 9 o DEFINITIVE SUBDIVISION .; SCREENED 2'- SCREENED Details UNDISTURBED j MATERIAL GRAS L 31, 33 & 35 CAR YAVENUE SECTION LEXINGTON, MASSACHUSETTS (MIDDLESEX COUNTY) BUI W.Q CONNECTION FOR D1 OR PVC PIPE PREPARED FOR (NOT TO SCALE) SHELDON CORPORATION � SCALE.- 1 "= 20' DATE. FEBRUARY 14, 2005 � L MERIDIAN I' w�nc BEAUDRY ASSOCIATES, INC. am Nm REVISIONS t 89 98 HIGH STREET 69 MILK STREET, SUITE 302 - f- � DANVERS, MASSACHUSETTS 01923 'WESTBOROUGH, MASSACHUSETTS 01581 2 5105105 PER CON -COM/ P.B. COMMENTS JPG MJD Al TELEPHONE: (978) 739 -9130 TELEPHONE: (508) 821 -7030 t> 1 3125105 ISSUED FOR NOTICE OF INTENT JPG MJD DWG No. 8113- PERO8 -DET. dw NO. DATE DESCRIPTION BY CHK'D ` 5 SHEET 1110. 9 OF 9 PROTECT NO, 8113 j If t f . �)i